HomeMy WebLinkAboutS402 - SCHEDULES;���
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Managemenl�.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
3177057980 (fax)
Engineer:
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Masonry WaIlSchetlule Notes'.
1. Pmviae 2" cover fmm oWside hce for bars in each face.
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3 Pmvldeleddertype hotlzonlelreln(orcementa116"o c, unlessnoted
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Sea schetlule bretltliM1onel bona beems.
SLAB ON GRADE SCHEDULE
Control Jt Reinf Control Jt Vapor Sub-Base
Mark Thickness Reinforcing Depth Clearance Spa Retarder Depth Remarks
SOG04P 4" 6x6-W14xW14WWF 1" �1/2" 13'-0" 10mIIPlaetic 6"
Slab on Gade Schedule Notes�.
1. Rein(orcingcleaxnceislromlhelo0o(slab.
ROOFDECKSCHEDULE
RD01 I >>�2" I 22 I WR I Painted I Non-Inter �
Rool�eck Schedule Noles:
1. Abbrevialions'.
WR = Witle Rib
WRC = WR Cellular
WRA = Witle RibAcoustical
WRAG Wtle Rb Acourtical Cellular
Norvinter = NorvinteAocking sldelap
In�erlock = In�etlocking sitlelap
2. Pmvide minimum oH 112' baann9 a� ands of dack
3. Provide minimum of4"Interiorbearinq.
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5. 3�Span minimum wnere possible.
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Developer:
P E D C O R
�c� Ve�,esr
DEVELOPMENT CO.
Project:
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BRICK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATE� ON PLANS
ClearOpening SteelAngle
UploS'-0" L3V2x3V2x5/18
5'�T'up�o]'-0" L6�31/2x5H6(LLV)
7-0"up�o10'-0" LBx3112x3B(LLV)
tlnck Linleltic�e0ule No�es:
1. Alllintels shallhave 8'bearing on each end otopeninq.
2. Allex�eriarlin�elsshallbegalvanizetl.
3. Allinteriorlin�els shallbe shop pnmed wimlwowa�s o�epoxy/ure�hane coa�ing sys�em.
Set Issue Date Sheet Issue Date
04115/19 04115/19
Drawn By: Checked By:
KLS CRR
Last Revision Date:
No. �ate �escription
0
Project Number:
Sheet Title:
SCHEDULES
Sheet Numbec
RELEA5E0 FOR CONSTRUCTION
Suhjec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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DATE: 06�� $�2O
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MEI 16054
Calumn Foo�ing Schetlule No�es:
1. Reiniorcingcleaancea�bo��omandsitlesoifoo�ings=3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar suppotls @ 36'.
Column Schedule Notes:
1. SeelypicaltletailsforcolumnbaseconsVuc�ion.
Wail FootinA Schedule Notes-
1. Rein�orcingcleardncea�bo��omantlsideso�foo�ings=3"
2. Useconcre�ebrickofCRSICIess3,CHCPwdebarsupPons(�36".
PierSchedNe Notes�.
1. Provide 2 inch concrele cover over ties.
2. Space firsl0a 2" from �op of Poo�ing, las� �ie 2" fmm �op of pier.
3. Pmvide (3) lies in �op of pier. spacing = 2 1l2' on cen�er.
4. Provide CRSI rypical bar bentl TS lor all lies.
i PmNde CRSI typlcal ber bentl T9 eatli�ionel �ies Por ell plers
with morelhaniourve�licalbars.
6. Provide 90° Hook for all ties per CRSI detailing sWndards. .